| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A hybrid analysis method for displacement-monitored segmented circular tunnel rings
|
Zhang, Jiao-Long
|
|
2017
|
148 |
C |
p. 839-856
|
artikel
|
| 2 |
An algorithm for dynamic vehicle-track-structure interaction analysis for high-speed trains
|
Fedorova, Maria
|
|
2017
|
148 |
C |
p. 857-877
|
artikel
|
| 3 |
Analysis of passively-damped coupled shear walls using continuum-based models
|
Moghadasi Faridani, Hadi
|
|
2017
|
148 |
C |
p. 739-754
|
artikel
|
| 4 |
A new active learning method based on the learning function U of the AK-MCS reliability analysis method
|
Peijuan, Zheng
|
|
2017
|
148 |
C |
p. 185-194
|
artikel
|
| 5 |
A new evaluation procedure for the strut-and-tie models of the disturbed regions of reinforced concrete structures
|
Zhong, J.T.
|
|
2017
|
148 |
C |
p. 660-672
|
artikel
|
| 6 |
An innovative I-beam to hybrid fabricated column connection: Experimental investigation
|
Sadeghi, Seyed Nima
|
|
2017
|
148 |
C |
p. 907-923
|
artikel
|
| 7 |
A parametric investigation on the seismic capacity of masonry cross vaults
|
Gaetani, Angelo
|
|
2017
|
148 |
C |
p. 686-703
|
artikel
|
| 8 |
A probabilistic approach for the linear behaviour of glued laminated timber
|
Kandler, Georg
|
|
2017
|
148 |
C |
p. 673-685
|
artikel
|
| 9 |
Assessing the pry-out resistance of open rib shear connectors in cracked concrete – Engineering model with aggregate interlock
|
Classen, Martin
|
|
2017
|
148 |
C |
p. 254-262
|
artikel
|
| 10 |
Bayesian approach to breathing crack detection in beam structures
|
Smith, Shushannah
|
|
2017
|
148 |
C |
p. 829-838
|
artikel
|
| 11 |
Bridge classes for regional seismic risk assessment: Improving HAZUS models
|
Mangalathu, Sujith
|
|
2017
|
148 |
C |
p. 755-766
|
artikel
|
| 12 |
Buckling behavior of 420MPa HSSY columns: Test investigation and design approach
|
Yu, Xianglin
|
|
2017
|
148 |
C |
p. 793-812
|
artikel
|
| 13 |
Comparative evaluation of two simulation approaches of deck-abutment pounding in bridges
|
Shi, Zhongqi
|
|
2017
|
148 |
C |
p. 541-551
|
artikel
|
| 14 |
Comparison of available shear strength models for non-conforming reinforced concrete columns
|
Del Vecchio, Ciro
|
|
2017
|
148 |
C |
p. 312-327
|
artikel
|
| 15 |
Comparison of thrust line analysis, limit state analysis and distinct element modeling to predict the collapse load and collapse mechanism of a rammed earth arch
|
Michiels, Tim
|
|
2017
|
148 |
C |
p. 145-156
|
artikel
|
| 16 |
Component model for pull-out behaviour of headed anchored blind bolt within concrete filled circular hollow section
|
Oktavianus, Yusak
|
|
2017
|
148 |
C |
p. 210-224
|
artikel
|
| 17 |
Cyclic behavior of endplate connections to tubular columns with novel slip-critical blind bolts
|
Wang, Wei
|
|
2017
|
148 |
C |
p. 949-962
|
artikel
|
| 18 |
Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs
|
Wang, Jingfeng
|
|
2017
|
148 |
C |
p. 293-311
|
artikel
|
| 19 |
Cyclic tests for steel frame with unbonded steel plate brace encased in panel
|
Ding, Yukun
|
|
2017
|
148 |
C |
p. 466-484
|
artikel
|
| 20 |
Damage detection, localization and quantification in conductive smart concrete structures using a resistor mesh model
|
Downey, Austin
|
|
2017
|
148 |
C |
p. 924-935
|
artikel
|
| 21 |
Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study
|
Wang, Gaohui
|
|
2017
|
148 |
C |
p. 263-276
|
artikel
|
| 22 |
Development and validation of European guidelines for seismic qualification of post-installed anchors
|
Mahrenholtz, Philipp
|
|
2017
|
148 |
C |
p. 497-508
|
artikel
|
| 23 |
Discrete element analysis of gothic masonry vaults for self-weight and horizontal support displacement
|
Lengyel, G.
|
|
2017
|
148 |
C |
p. 195-209
|
artikel
|
| 24 |
Distribution of peak shear stress in finite element models of reinforced concrete slabs
|
Lantsoght, Eva O.L.
|
|
2017
|
148 |
C |
p. 571-583
|
artikel
|
| 25 |
Doppler radar-derived wind field of five tornado events with application to engineering simulations
|
Refan, Maryam
|
|
2017
|
148 |
C |
p. 509-521
|
artikel
|
| 26 |
Dynamic and residual behavior of reinforced concrete floors following instantaneous removal of a column
|
Qian, Kai
|
|
2017
|
148 |
C |
p. 175-184
|
artikel
|
| 27 |
Dynamic characteristic of tall industrial chimney estimated from GPS measurement and frequency domain decomposition
|
Górski, Piotr
|
|
2017
|
148 |
C |
p. 277-292
|
artikel
|
| 28 |
Editorial Board
|
|
|
2017
|
148 |
C |
p. IFC
|
artikel
|
| 29 |
Effect of constitutive models on the seismic response of an SMA-LRB isolated highway bridge
|
Hedayati Dezfuli, Farshad
|
|
2017
|
148 |
C |
p. 113-125
|
artikel
|
| 30 |
Effect of seismic hazard definition on isolation-system displacements in nuclear power plants
|
Kumar, Manish
|
|
2017
|
148 |
C |
p. 424-435
|
artikel
|
| 31 |
Effects of podium interference on shear force distributions in tower walls supporting tall buildings
|
Yacoubian, Mehair
|
|
2017
|
148 |
C |
p. 639-659
|
artikel
|
| 32 |
Effects of rockfall on an elastic-plastic member: A novel compliance contact model and dynamic response
|
Ventura, A.
|
|
2017
|
148 |
C |
p. 126-144
|
artikel
|
| 33 |
Equivalent Static Wind Loads: Recent developments and analysis of a suspended roof
|
Patruno, L.
|
|
2017
|
148 |
C |
p. 1-10
|
artikel
|
| 34 |
Estimating number of simultaneously yielding stories in a shear building subjected to earthquake excitation
|
Shrestha, Lisa
|
|
2017
|
148 |
C |
p. 552-570
|
artikel
|
| 35 |
Estimating the response of steel structures subjected to vertical seismic excitation: Idealized model and inelastic displacement ratio
|
Xiang, Yang
|
|
2017
|
148 |
C |
p. 225-238
|
artikel
|
| 36 |
Experimental and numerical research on gear-bolt joint for free-form grid spatial structures
|
Ma, Huihuan
|
|
2017
|
148 |
C |
p. 522-540
|
artikel
|
| 37 |
Experimental and numerical studies of hysteretic response of triple-truss-confined buckling-restrained braces
|
Guo, Yan-Lin
|
|
2017
|
148 |
C |
p. 157-174
|
artikel
|
| 38 |
Experimental and numerical vibration analysis of wire rope isolators under quasi-static and dynamic loadings
|
Rashidi, S.
|
|
2017
|
148 |
C |
p. 328-339
|
artikel
|
| 39 |
Finite element analysis of concrete-filled steel tube (CFST) columns with circular sections under eccentric load
|
Ouyang, Y.
|
|
2017
|
148 |
C |
p. 387-398
|
artikel
|
| 40 |
Finite element modeling of steel-polypropylene hybrid fiber reinforced concrete using modified concrete damaged plasticity
|
Chi, Yin
|
|
2017
|
148 |
C |
p. 23-35
|
artikel
|
| 41 |
Flexural strength-ductility assessment of unreinforced masonry cross-sections: analytical expressions
|
Giordano, Nicola
|
|
2017
|
148 |
C |
p. 399-409
|
artikel
|
| 42 |
Hysteretic mechanical property of low-yield strength shear panel dampers in ultra-large plastic strain
|
Chaofeng, Zhang
|
|
2017
|
148 |
C |
p. 11-22
|
artikel
|
| 43 |
Influence of pounding and skew angle on seismic response of bridges
|
Kun, Chern
|
|
2017
|
148 |
C |
p. 890-906
|
artikel
|
| 44 |
Investigation on wind tunnel tests of the Kilometer skyscraper
|
Sun, Xiaoying
|
|
2017
|
148 |
C |
p. 340-356
|
artikel
|
| 45 |
Large displacement analysis of dry-jointed masonry structures subjected to settlements using rigid block modelling
|
Portioli, Francesco
|
|
2017
|
148 |
C |
p. 485-496
|
artikel
|
| 46 |
Load-resisting mechanisms of 3D composite floor systems under internal column-removal scenario
|
Fu, Qiu Ni
|
|
2017
|
148 |
C |
p. 357-372
|
artikel
|
| 47 |
Mechanical behaviour of concrete-filled CHS connections subjected to in-plane bending
|
Xu, Fei
|
|
2017
|
148 |
C |
p. 101-112
|
artikel
|
| 48 |
Modeling and mitigation of excessive dynamic responses of wind turbines founded in warm permafrost
|
Zheng, Mingyan
|
|
2017
|
148 |
C |
p. 36-46
|
artikel
|
| 49 |
Modeling cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls
|
Polat, Erkan
|
|
2017
|
148 |
C |
p. 63-80
|
artikel
|
| 50 |
[No title]
|
Adam, Jose M.
|
|
2017
|
148 |
C |
p. 451
|
artikel
|
| 51 |
Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading
|
Li, Chao
|
|
2017
|
148 |
C |
p. 373-386
|
artikel
|
| 52 |
Operational modal analysis of an end-supported pontoon bridge
|
Kvåle, Knut Andreas
|
|
2017
|
148 |
C |
p. 410-423
|
artikel
|
| 53 |
Optimization of the box section of the main girder of the single-girder bridge crane by applying biologically inspired algorithms
|
Savković, Mile M.
|
|
2017
|
148 |
C |
p. 452-465
|
artikel
|
| 54 |
Patterns of force:length ratios for the design of compression structures with inner ribs
|
Fernández-Ruiz, M.A.
|
|
2017
|
148 |
C |
p. 878-889
|
artikel
|
| 55 |
Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers
|
Dong, Huihui
|
|
2017
|
148 |
C |
p. 47-62
|
artikel
|
| 56 |
Prediction of long-term extreme load effects due to wind for cable-supported bridges using time-domain simulations
|
Xu, Yuwang
|
|
2017
|
148 |
C |
p. 239-253
|
artikel
|
| 57 |
Proposal of a tuned mass damper with friction damping to control excessive floor vibrations
|
Carmona, Jorge Eliecer Campuzano
|
|
2017
|
148 |
C |
p. 81-100
|
artikel
|
| 58 |
Required proof load magnitude for probabilistic field assessment of viaduct De Beek
|
Lantsoght, Eva O.L.
|
|
2017
|
148 |
C |
p. 767-779
|
artikel
|
| 59 |
Residual ultimate strength assessment of double hull oil tanker after collision
|
Parunov, Joško
|
|
2017
|
148 |
C |
p. 704-717
|
artikel
|
| 60 |
Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties
|
Adibi, Mahdi
|
|
2017
|
148 |
C |
p. 813-828
|
artikel
|
| 61 |
Self-powered piezo-floating-gate sensors for health monitoring of steel plates
|
Hasni, Hassene
|
|
2017
|
148 |
C |
p. 584-601
|
artikel
|
| 62 |
Shear force demand on headed stud for the design of composite steel plate shear wall
|
Qi, Yi
|
|
2017
|
148 |
C |
p. 780-792
|
artikel
|
| 63 |
Simplified model for compressive response of RC column footing with square cross-section
|
Campione, G.
|
|
2017
|
148 |
C |
p. 936-948
|
artikel
|
| 64 |
Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: Application to Vilanova bridge
|
Conde, Borja
|
|
2017
|
148 |
C |
p. 621-638
|
artikel
|
| 65 |
Structural dynamics of a dowelled-joist timber floor in the low-frequency range modelled using finite element simulation
|
Filippoupolitis, M.
|
|
2017
|
148 |
C |
p. 602-620
|
artikel
|
| 66 |
Variability in the predicted seismic performance of a typical seat-type California bridge due to epistemic uncertainties in its abutment backfill and shear-key models
|
Omrani, Roshanak
|
|
2017
|
148 |
C |
p. 718-738
|
artikel
|
| 67 |
Wind effect on grooved and scallop domes
|
Sadeghi, Hossein
|
|
2017
|
148 |
C |
p. 436-450
|
artikel
|
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